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Permit M11-127 - SHASTA BEVERAGES
SHASTA BEVERAGES 1227 ANDOVER PK E Mi 1 -127 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 3523049072 Address: 1227 ANDOVER PK E TUKW Project Name: SHASTA BEVERAGES Permit Number: M11 -127 Issue Date: 09/29/2011 Permit Expires On: 03/27/2012 Owner: Name: NATIONAL BEVERAGE CORP Address: 8100 SW 10TH ST STE 4000 , PLANTATION FL 33324 Contact Person: Name: MARK HANKIN Address: PO BOX 24567 , SEATTLE WA 98124 Email: MARKHAN @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98124 Contractor License No: MCKINCL942DW Phone: 206 832 -8104 Phone: 206 762 -3311 Expiration Date: 03/15/2012 DESCRIPTION OF WORK: REPLACEMENT OF 7.5 TON AC UNIT WITH LIKE SIZE HIGH - EFFICIENTY HEAT PUMP Value of Mechanical: $12,951.00 Type of Fire Protection: SPRINKLERS /AFA Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $342.81 International Mechanical Code Edition: 2009 Date: v' iq_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Date: 9-1' ?9- / / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-127 Printed: 09 -29 -2011 • • PERMIT CONDITIONS Permit No. M11 -127 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Thkwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this doc: IMC -4/10 M11 -127 Printed: 09 -29 -2011 project. • 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11 -127 Printed: 09 -29 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httql/www.TukwilaWA.qov Mechanical Permit No. Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverages Property Owners Name: National Beverage Corp Mailing Address: 1227 Andover Park East King Co Assessor's Tax No.: 3523049072 Suite Number: Floor: New Tenant: ❑ Yes ..No Tukwila WA 98188 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mark Rankin Mailing Address: PO Box 24567 Day Telephone: (206) 832 -8104 Seattle WA 98124 E -Mail Address: markhan @mckinstry.com City State Fax Number: (206) 832 -8649 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Co. Mailing Address: PO Box 24567 WA 98124 Contact Person: Same as above City Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — AlI plans must be stamped by architect of record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications \Forms - Applications On Line \2010 Applications \ 7-2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page I of 2 Valuation of project (contractor's bid price): $ 12,951.00 Scope of work (please provide detailed information): Replacement of 7.5 ton AC Unit with like size Hi- Efficiency Heat Pump. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric m Gas ❑ Other: Indicate type of mechanical work being installed and the quant'ty below: Unit Type: Qty Unit Type: _` . . '.� -. Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 3-15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended/wall/floor mounted heater ventilation system wood/gas stove 30-50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic othe mechanical equipp ment air handling unit <10,000 cfm 1 incinerator — comm/ind :PERMIT APPLICATION NOTES - .1. Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ..511 OR AU _: ORIZED AGENT: Signature: Print Name:.- Mark Hankin Date: 09/06/2011 Day Telephone: (206) 832 -8104 Mailing Address: PO Box 24567 Seattle WA 98124 IDate Application Accepted: 01 \ $ 11' City State Zip Date Application Expires: DID\ 0 IA l0 Staff Initials: �✓ Page 2 oft H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049072 Address: 1227 ANDOVER PK E TUKW Suite No: Applicant: SHASTA BEVERAGES RECEIPT Permit Number: M11 -127 Status: PENDING Applied Date: 09/08/2011 Issue Date: Receipt No.: R11 -01960 Initials: User ID: JEM 1165 Payment Amount: $342.81 Payment Date: 09/08/2011 02:42 PM Balance: $0.00 Payee: MCKINSTRY CO. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11709 342.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 274.25 000.345.830 68.56 Total: $342.81 doc: Receiot -06 Printed: 09 -08 -2011 .INSPECTION RECORD - Retain a copy with permit INSPECTION NO. 'r PERMIT NO. >l') 11- 12 '7 • 2 •-.• CITY OF':TUKWILA BUILDING DIVISION 6300-Southcehter Blvd., #100, Tukwila. WA 98188 12(206) 431 -36 Permit Inspection Request Line (206) 431 -2451 • • • • • • • Project: Type of Inspection: Address: . .. 1X .. sV4VERPI( Date Called: Special Instructions: :..: y��/ /�� " _ 1 • Date ��Wanted: . _ a:mc Reeqqueste�r: \ c ;, ezavvt 1 . i". Phone No: ..047-1532 -143 it :... I I Approved' per applicable codes. Corrections required prior to approval. COMMENTS: ... - "Ali -�sJ)/7 - ber- t/ ,4 /o4/# . rr>lii" %=iijo/e* /`a.J it spect 1 IDa D. Prior o next inspection. fee Blvd. Suite 00. Call to schedule rein SPECTION FEE REQUI must be id at 6300 Sotithcenter Blv spection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A41 rl-f7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �„A(�/ Projec Type of kpection: /C 1-2-7.: .PcA1D o uF I e, Date Called: y! S ( _A r•.P .L1 Special Instructions: . • 4 Date Wanted:. ''r.,.121 Aq —77A-) — (2___ p.m. Requester: Phone No 77,10G .- 1?32 X43( ElApproved per applicable codes. rrons required prior to approval. COMMENTS: /�. j �.�i /��r /A (ro (, kc A.. � \ y! S ( _A r•.P .L1 ...i I' A ,.' 19k_ , rn AA /' AA 43 of 1'—r ( ).'S a\JJ( Cr:T A P 4,1 PC GJ'a1 P w Ian . Ai vi-L-- A In pector: i2 r1' REINSPECTION FWi EQUIRE ri r to next inspection. fee must be paid at 6300 Southcenter Blvd., it 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. /it rviil -L27 CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: cbvi A -r.A 4FU Type of Inspection: c t>JA L �--; kJ - App` 9 Address: .122.7. 1A46e440 Pa t Date Called: Special Instructions: elpiti 4. %4qr 05Liq-75-01 Date Wanted:. i I — i - 1 1 P.m. Requester: Ng AvvvIi. iniVe Iu t ISuAA,% o i+c.[4 ,,.QJ+ Phone No: cl.oG- ZSS- -79 q 7 El Approved per applicable codes. NICorrections required prior to approval. COMMENTS: �--; kJ - App` 9 4:5); R4-11.CI e vet-1 4,0 - r l Ai- - /--- r ive moot (— tJFG�cd iniVe Iu t ISuAA,% o i+c.[4 ,,.QJ+ Date: 1/— 1--il NSPECTION FEE REOIN?1IRED. Prior tfnext inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • ' ,Y •.: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 5M-5414e Type of s ion: (ttJ -'4 Address: 1 ?,?.1 Suite #: Al* Contact Per on: Special Instructions: Monitor: Phone No.: '1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: { Needs Shift Inspection: Sprinklers: Date: s) /,.r/fj L_ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ', Permits: Occupancy Type: th 1 Inspector: c-a_ Date: s) /,.r/fj L_ Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 Structural Calculations Permit Submittal: Shasta Beverage Mechanical Upgrades • FRANK• • 1227 Andover Park East Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED SEP26 2011 City of Tukwila BUILDING DIVISION Client: McKinstry Co., LLC Date: August 29, 2011 Project No: 0015- 29gda TY oFTuROVILA .SP 08-2011 PERMIT CENTER 4742 42nd Ave SW #297 1 Seattle, WA 98116 1 206.579.8160 1 liz @frankcompany.com Mil 12'I Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment at roof OCCUPANCY CAT. 1 Table 1 -1 IMP. FACTOR 1 Table 11.5 -1 SITE CLASS d Table 20.3 -1 SEISMIC Rp = 6.0 Table 13.6 -1 DESIGN CATEGORY D 11.6.1.1 ap = 2.5 Table 13.6 -1 S$ = 1.396 S� = 0.477 Fa = 1.00 Table 11.4 -1 F„ = 1.52 Table 11.4 -2 hx/r 1.0 Sus= 0.931 SDI= 0.484 FAULT= 0.465 xW Eqn. 13.3 -1 Fpmw= 0.28 xW Fp, = 0.332 xW Fpm= 1.49 xW Vertical Design Loads Criteria ASCE 7 -05 IBC 2009 Equipment Weight Heat Pump 875 Ibs Soil Bearing 2000 psf Project Shasta Date: 8/26/2011 Beverage Project*. 0015 - 2011 -34 Design: EAF Sheet Criteria 1 Wind Design Loads (ASCE 7-05) Method 2 - Analytical Procedure Exposure b Roof Angle = 0 degrees V= 85 mph Ground to top of roof 15 ft Kd= 0.85 Table 6-4 Bottom of roof to top of roof 0 ft 1= 1 (mean roof height) h= 15 ft G= 0.85 6.5.8.2 lc= 1.00 Section 6.5.15.1 F= 1.9xgzGCfAf Egn.6 -28 Pressures: Pressure Coefficients from Figure 6-6: Bldg Face C Windward Wall Leeward Wall Windward Roof Leeward Roof 0.8 -0.5 0 -0.6 *Note= Cp values are conservative qz 9 psf worst case values Cr 1.37 F= 19.9 psf xAt Flt KZ qZ PMNd walls P pwaxs (psf) 0 -15 0.57 8.96 6.09 4.14 10.24 15-20 0.62 9.75 6.63 4.14 10.77 20 -25 0.66 10.38 7.06 4.14 11.20 25-30 0.7 11.01 7.48 4.14 11.63 30-40 0.76 11.95 8.12 4.14 12.27 ' ww roof Plw goof Proof (psf) 0.00 4.97 4.97 Project Shasta Date: 8/26/2011 Beverage Project #: 0015 - 2011 -34 Design: EAF Sheet: Criteria 2 Conterminous 48 States 2009 International Building Code Latitude = 47.4433 Longitude = - 122.25094 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.396 (Ss, Site Class B) 1.0 0.477 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.4433 Longitude = - 122.25094 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.523 Period Sa (sec) (g) 0.2 1.396 (SMs, Site Class D) 1.0 0.726 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.4433 Longitude = - 122.25094 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 2/3 x SM1 $ite Class D - Fa = 1.0 ,Fv = 1.523 Period Sa (sec) (g) 0.2 0.931 (SDs, Site Class D) 1.0 0.484 (SDI, Site Class D) &Op of 11/6,2L ,Tu 4/-1"1/10-# el De5 I4 "- /'J INs eiroik. w4 -74__S f A C %lt / BSI, E:fl°1 i, C) eopefiv - r � s .0 - ,Lt iA1 o 25 4 /NST4-14Or\l or ' per✓ M OM I r : dr "'4' _ ` )i�S: 11' X5 -o" L$Tld4___- - . 14 ■ e(-& i'ved l6La 44 yJ= 8}s'� =L � 1f = Co3plP" ;,` = 50it ; < Goops P' = 18?P� 10• 3 't.t;=3,'k 1 wl - -i- -- — cute-66: ((19 {;'-'3g14 v l Ft'j (6) itX G .51d I w Pil . 4' e b <1� _0465 _�.■• - (6)uNl 0011- 1_ co x �F �1 -i0 _ 2,h I < l gwO pi. ' #41 = 24iJ# c5 ISu11C . .- 0)W - 1 GrM �12= - �, ',32(: ( ) u8 CZ4 °ec, - -rp x .z = 2°114( )- 111- * -tA- o,lobLX p,(P(g . )x r°% . )51.g) # i" > 711 fir ',... a 1N,Lir Nag-Tile-4J i �7 . , . ,�, .— .,. y' ()U)J1T /Z1 - . T2A " W =Booms WT- SPMid) — sl -14s r S' _(4)r2'spq A(s) JoIsIS .I ols•rs Psr C I've-t t NS F5 F S ,u o V1( ND dT . 1/,9 psf(•.33'x11 ) = •14* = 514 A. 14s�t- -v` = 1 59-5b > 44 ;,._ ()Coat 1 0 Al- KocE Du _ 1- l- - 2s. �--> ND tit l , -- n N , f cl -� CJ' a. 61,i __ SU - _____ 3zr5F az = ,4 pt-F =w ? /y(:•.,4 -);- s aio umrr Ta •'tom —64) .Sc V = -. 59I1#- -/. ta(wiNb) ' q "s4 Lk , - 'J I S 1 ° T7? : -AM -- .SA-M� -- - - -- _7341 t O'Ik >934 V_ , 5 (Oi) 1?4)CF Jo1Sr /Ll = 1,98 1 V - 5454 '7 9tME 13 o P = 88# d= 1 9g _ 1,ODE alp 11iC �,, —'>A= 1.0 I / % 1 '� GL 'l�.`_c¢ Lk�, -t4wi' w� Z� p�1.1 • FRANK• • FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 SF fA vg AZ Protect Pl2(e /f( 661-2011 -31- Prot. No. Design SI Sheet UNITARY EQUIPMENT SERVICE INFORMATION RRfl( HORIZONTAL PACKAGED CLIMATE CHANGERS MODEL SH501G SH503G SH503H SH504G SH753C SH754B TYPE 631 -211 631 -221 631 -22K 631 -23J 631 -26F 631 -27E UNIT LOCATION AND CLEARANCES Model SH50 and 75 Horizontal Packag- ed Climate Changers are designed for outdoor mounting at ground level or on rooftops. INSTALLATION SECTION E -SH1.1 OCTOBER, 1967 SUPERSEDES SECTION E -SH1 MAY. 1964 As shipped each unit contains an op- erating charge of Refrigerant -22. Fig- ure 1 and Table 1 list unit dimensions and weights. T --- -----E - - --- -- --- AIR SUPPLY AIR RETURN FIGURE 1 - Unit Dimensions TABLE 1 - Model SH50 and SH75 Dimensions L' A (4) VI - Dio. Mounting Holes MODEL WIDTH DEPTH HEIGHT AIR SUPPLY AIR RETURN ,ELEC_. CSZNIL NT A s E. u I: T !'' G H Tt .I R L SH50 36 -1/8 65 -1/2 33 11 27 -5/8 4 -1/4 17 27 -5/8 2 -1/2 4 -1/4 14 -1/2 28 -1/4 24 SH75 40 -7/8 70 -1/4 34 -5/8 7 -1/8 34 -5/8 3 -1/8 22 -1/8 34 -5/3 2 -1/2 3 -1 /8 15 -3/4 . 31 24 . MODEL MOUNTING DRAIN CONNECTIONS NET WT. (LBS,) M N P R S NPT 6 -1/8 66 1 -3/4 56-3/4 5 -1/4 3/4 66 eSH70 8 -1/2 71 1 -3/4 40 -7/8 5 -1/2 3/4 ' 0 1•67 THE TRAM[ COMPANY. LA WIBCONi1N 1 52 PROJECT: - UNTITLED9 PREPARED BY: UNIT REPORT FOR HIGH EFF -HP 05/23/2011 02:44PM UNIT PARAMETERS UNIT MODEL:__._ _....___.__._50HCQD08A2A6 -0A0A0 UNIT SIZE` .. __________._._- _._____08 (7.5 TONS) VOLTS - PHASE - HERTZ_._ ..... ._ __ __460 -3-60 HEATING TYPE. .HEAT PUMP DUCT CFG:HORIZONTAL SUPPLY / HORIZONTAL TWO -STAGE COOLING REFRIGERATION COIL UNIT CONFIGURATION MEDIUM STATIC OPTION BELT DRIVE AUCU -AUCU ELECTRO - MECHANICAL CONTROLS STANDARD PACKAGING WARRANTY INFORMATION 1-YEAR PARTS 5-YEAR COMPRESSOR 5 -YEAR ELECTRIC HEATERS NO OPTIONAL WARRANTIES WERE SELECTED. DIMENSIONS (FT. IN.) & WEIGHT (LB.) *`* UNIT LENGTH:_____. 4.125" UNIT WIDTH_______..._..._.._____ ._._._..4' 11.5" UNIT HEIGHT* 4' 1.375" BASE UNIT WEIGHT:.._ _._.._..___.._____.._.._____875 LB WEIGHTS AND DIMENSIONS ARE APPROXIMATE. WEIGHT DOES NOT INCLUDE ROOF CURBS. UNIT PACKAGING, FIELD INSTALLED ACCESSORIES OR FACTORY INSTALLED OPTIONS. APPROXIMATE DIMENSIONS ARE PROVIDED PRIMARILY FOR SHIPPING PURPOSES. FOR EXACT DIMENSIONS AND WEIGHTS. REFER TO APPROPRIATE PRODUCT DATA CATALOG. NOTE: PLEASE SEE WARRANTY CATALOG 500 -089 FOR EXPLANATION OF POLICIES AND ORDERING METHODS. ORDERING INFORMATION PART NUMBER DESCRIPTION QUANTI TY 50HCQD08A2A6-0A0A0 ROOFTOP UNIT 1 ACCESSORIES 33CS2PP2S -01 THERMOSTAT 1 CRECOMZR025A02 HORIZONTAL ECONOMISER IV WITH SOLID -STATE CONTROLLER 1 CRHEATER114A00 25.6/27.8 KW 460/480 -3-60 VOLT ELECTRIC HEATER 1 CRSINGLE047A00 SINGLE POINT KIT 1 PACKAGED ROOFTOP BUILDER 1.29D PAGE 54 OF 69 53 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MARK HANKIN PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M11 -127 SHASTA BEVERAGES 1227 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/29/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 04/29/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. M11 -127 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 OPERMIT C40RD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -127 DATE: 09/08/11 PROJECT NAME: SHASTA BEVERAGES SITE ADDRESS: 1227 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued Public Works porCv .2211 Fire Prevention 11111 Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TJ Incomplete n DUE DATE: 09/13/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route r41 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 /11 /11 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Fl DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI'121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929519469 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 WESTERN SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Western Surety Co 929519469 03/01/2011 Until Cancelled $12,000.0002/24 /2011 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.0003/16 /2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 $2,000,000.00 12/20/2010 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 09/29/2011 12x12 2 "SL - ABBREVIATIONS TBD TI TOC TOS TYP TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VD VER VFD VSD VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE W/ WITH W/0 WITHOUT HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HR HVAC HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECH MOD MUA MECHANICAL CONTRACTOR MECHANICAL MOTOR OPERATED DAMPER; MODULATING MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UH UNIT HEATER WB WC WG WET BULB WATER COLUMN WATER GAUGE PIPING BP BACKFLOW PREVENTER CD CHW CHR CHS CT CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FIRE HOSE VALVE LWT LEAVING WATER TEMPERATURE TOP TOP OF PIPE GENERAL INFORMATION SYMBOLS X X c 0 NEW MECHANICAL WORK DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) KEY NOTE POINT OF CONNECTION POINT OF DEMOLITION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) MOTOR DUCTWORK ACCESSORIES J I • LAD J AD 12x12 SL R $) .Th.CP canffircr- DUCTWORK RECTANGULAR DUCT RECTANGULAR DUCT X U \ RECTANGULAR DUCT RECTANGULAR DUCT /1 =0 nw\1\1\N\ \1\\\ BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS (Di CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR l! SENSOR THERMOSTAT VISUAL ALARM LIGHT WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE 4-- X t X 1 EQUIPMENT TAG EF -2 -1 CEILING SUPPLY AIR DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION SEPARATE PERMIT REQUIRED FOR: 0 Met hank ed Electrical umbing POng City of Tukwila BUILDING DIVISION ADDRESS: 1227 ANDOVER PARK EAST TUKWILA, WA 98188 PARCEL NUMBER: 3523049072 LEGAL DESCRIPTION: POR OF GL 1 IN NE 1/4 OF SEC 35 -23 -04 - BEG NE COR OF GL 1 TH N 87 -44 -08 W ALG N LN OF GL 1 449.48 FT TH S 01 -51 -39 W 458.87 FT TH N 88 -08 -21 W 30 FT TO TPOB TH S 01 -51 -39 W 411 FT TH N 88 -08 -21 W 470 FT TH N 01 -51 -39 E 411 FT TH S 88 -08 -21 E 470 FT TO TPOB DESCRIPTION OF WORK: REMOVE EXISTING 7.5 TON A/C AND ZONE ELECTRIC DUCT HEATERS AND INSTALL (1) 7.5 TON HIGH EFFICENCY HEAT PUMP (13.0 SEER) WITH ECONOMIZER. UNIT EXCEEDS EFFICIENCY REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE- 14 -1B. GENERAL NOTES: WASHINGTON GENERAL NOTES: 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2009 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2009 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2009 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2009 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2009 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. HEA PUMP UNIT SCHEDULE CODE - BASIS FOR THE PROJECT SOURCE 1 -1 2009 INTERNATIONAL BUILDING CODE STATE OF WASHINGTON DESCRIPTION 2009 INTERNATIONAL MECHANICAL CODE STATE OF WASHINGTON 1 -3 UNIQ E TAG # 2009 INTERNATIONAL FUEL GAS CODE STATE OF WASHINGTON 1-4 2009 UNIFORM PLUMBING CODE HP -R -1 LOC ' T1ON OF AIR HANDLER 2009 WASHINGTON STATE ENERGY CODE STATE OF WASHINGTON 1 -6 ROOF QUA TITY STATE OF WASHINGTON BUILDING - GENERAL BASIS FOR DESIGN 1 TYP: AND ARRANGEMENT (INDOOR/OUTDOOR, HORIZONTAL/VERTICAL) SYSTEM CRITERIA CRITERIA SOURCE HORIZONTAL ARE' / SYSTEM SERVED OUTDOOR DESIGN CRITERIA WINTER: 0.6% DESIGN DB= 24.0 °F SUMMER: 0.5% DB / 0.5% WB = 83.0 °F / 67.0 °F ASHRAE 1986 PUGET SOUND CHAPTER MANUFACTURER DATA INDOOR DESIGN CRITERIA 2009 WSEC 302.2 (UNLESS INDICATED OTHERWISE): COOLING= 78.0 °F MAN FACTURER 2 -3 LOAD CARRIER MOD L NUMBER (OR CUSTOM) 2-4 50HCQD08A2A6 -OAOAO CON ROL WIRING INSIDE AIR - IANDLER OR BETWEEN SECTIONS BY 2009 WASHINGTON STATE ENERGY CODE FACTORY FAC ORY CONTROL PANEL (PER AIR HANDLER) TO BE PROVIDED YES CON ROLS INTERFACE / PRO OCOL DATE LOCAL T STAT O ERALL PHYSICAL 3 -1 DIMENSIONS LEN TH x WIDTH x HEIGHT (I ) REPLACE EXISTING 7.5 TON A/C WITH (1) 7.5 TON HIGH EFFICIENCY HEAT PUMP WITH ECONOMIZER. REMOVE EXISTING ZONE DUCT HEATERS TENAN TENANT 71- 4125 "X4'11.5 "X4'1.375" OPE TING WEIGHT, INCLUD BASE WEIGHT (LBS) SOUND LINE EXTERIOR DUCT TO R -7 PER WSEC TABLE 14 -5 (2" DUCT LINER) 2009 WASHINGTON STATE ENERGY CODE 875 MIXING SECT ION OUTIDE AIR CONFIGURATION (END /SIDE) 1 SIDE FILTRATION FILTER SECTION (FLAT, V -BANK, OR NONE) 2" FLAT PANEL SUPPLY FAN DESIGN MAXIMUM SUPPLY AIRFLOW PER AIR HANDLER (CFM) 3,000 CFM QUANTITY OF SUPPLY FANS 1 SUPPLY DUCT DESIGN EXTERNAL STATIC PRESSURE ( "W.C.) 1" SUPPLY FAN TOTAL STATIC PRESSURE (E.S.P. + INT. LOSSES, "W.C.) 1.2" SUPPLY FAN SPEED (RPM) 831 SUPPLY FAN POWER, MOTOR SIZE, PER FAN (BHP / NIHP) 1.39 BHP SUPPLY FAN MOTOR ENCLOSURE TYPE (ODP / TEFC) DISCHARGE CONFIGURATION (END, TOP, BOTTOM) END DISCHARGE OPENING SIZE (H x W OR FP) 28X14 DIRECT REFRIGERANT EXPANSION (DX) COIL DESIGN DX COOLING SUPPLY AIR FLOW (CFM) 3000 REFRIGERANT TYPE USED IN COIL: R410A DESIGN DX COOLING COIL ENTERING AIR DRYBULB / WETBULB TEMP. ( °F / °F) 80F / 67F DESIGN DX COOLING COIL LEAVING AIR DRYBULB TEMPERATURE ( °F) 58.6F / 57.3F DX COOLING COIL DESIGN COOLING GROSS TOTAL / SENSIBLE (MBH) 92.10 MBH / 69.4 MBH SEER 13 DESIGN DX HEATING OUTDOOR ENTERING AIR DRYBULB / WETBULB TEMP. ( °F / °F) 47 DESIGN DX HEATING ENTERING AIR DRYBULB / WETBULB TEMP. ( °F / °F) 70F DESIGN DX HEATING COIL LEAVING AIR DRYBULB TEMPERATURE ( °F) 96F DX HEATING COIL DESIGN HEATING TOTAL (MBH) 85.4 MBH HEATING COP 3.4 HEATING KW 25.5 HEATING - ELECTRIC RESISTANCE HEAT ELECTRIC COIL DESIGN HEATING RATE (MBH OR KW) 25.5 ELECTRICAL QUANTITY OF AIR HANDLER ELECTRICAL CONNECTIONS 1 POWER WIRING INSIDE AIR HANDLERS OR BETWEEN SECTIONS BY VOLTAGE / PHASE (EACH CONNECTION) 460 / 3 MINIMUM CIRCUITAMPACITY (MCA, AMPS) 59.7 OVERCURRENT PROTECTION (INDICATE MOCP OR MFS) 60 DISCONNECT(S) PROVIDED BY E.C. ACOUSTICAL & SEISMIC AHU SUPPORT ISOLATION REQUIREMENTS SEE STRUCTURAL SOUND1'OW ER BY OCTAVE BAND (RE 10E -12 W), (INLET / OUTLET / RADIATED): 63 HZ 94.7 /96.0 / 87.3 125 HZ 84.1/90.2/81.6 250 HZ 70.1 / 73.6 / 79.7 500 HZ 60.6 / 65.9 / 80.6 1000 HZ 57.8 / 63.7 / 79 2000 HZ 55.8 / 63' / 73.5 4000 HZ 57 / 68.2 / 69.2 8000 HZ 58.3 / 68.9 /82.9 QUANTITY OF SEISMIC ATTACHMENTS (PER AIR HANDLER) TO STRUCTURE SEE STRUCTURAL MANUFACTURERS CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 LOOSE ACCESSORIES / FIELD INSTALLED ITEMS (LIST BELOW) 1) THERMOSTAT MOW SITE 1 VICINITY MAP SITE LOCATION UNIT LOCATION BEHIND EXISTING SCREENING BASIS OF DESIGN Project Name: SHASTA BEVERAGES Site Address: 1227 ANDOVER PARK EAST, TUKWILA Mck Job #: 80045 Engineer: DLH Date: August 31, 2011 CODE - BASIS FOR THE PROJECT SOURCE 1 -1 2009 INTERNATIONAL BUILDING CODE STATE OF WASHINGTON 1 -2 2009 INTERNATIONAL MECHANICAL CODE STATE OF WASHINGTON 1 -3 2009 INTERNATIONAL FUEL GAS CODE STATE OF WASHINGTON 1-4 2009 UNIFORM PLUMBING CODE STATE OF WASHINGTON 1 -5 2009 WASHINGTON STATE ENERGY CODE STATE OF WASHINGTON 1 -6 2009 WASHINGTON STATE BOILERS AND UNFIRED PRESSURE VESSELS CODE STATE OF WASHINGTON BUILDING - GENERAL BASIS FOR DESIGN ITEM # SYSTEM CRITERIA CRITERIA SOURCE 2 -1 OUTDOOR DESIGN CRITERIA WINTER: 0.6% DESIGN DB= 24.0 °F SUMMER: 0.5% DB / 0.5% WB = 83.0 °F / 67.0 °F ASHRAE 1986 PUGET SOUND CHAPTER 2 -2 INDOOR DESIGN CRITERIA 2009 WSEC 302.2 (UNLESS INDICATED OTHERWISE): COOLING= 78.0 °F CODE 2 -3 LOAD REPLACING UNIT LIKE FOR LIKE TONNAGE 2-4 MIN. EQPT EFFICIENCY TABLE 14-1B UNITARY HEAT PUMPS, ELECTRICALLY OPERATED >65,000 BTU /H AND < 135,000 BTU /H 11.0 SEER 2009 WASHINGTON STATE ENERGY CODE PROJECT - SPECIFIC BASIS OF DESIGN (SCOPE OF WORK) ITEM # DATE DETAILS CRITERIA SOURCE 3 -1 August 30, 2011 REPLACE EXISTING 7.5 TON A/C WITH (1) 7.5 TON HIGH EFFICIENCY HEAT PUMP WITH ECONOMIZER. REMOVE EXISTING ZONE DUCT HEATERS TENAN TENANT 3 -2 August 30, 2011 SOUND LINE EXTERIOR DUCT TO R -7 PER WSEC TABLE 14 -5 (2" DUCT LINER) 2009 WASHINGTON STATE ENERGY CODE HP -R -1 RETURN AIR PLENUM (2" S.L.) SUPPLY AIR PLENUM (2" S.L.) 1 EQPT ELEVATION PLAN 011 EXI ST DUCT DU UCT T EXI 36X12 SA 36X10 RA 12" RADIUS HP -R -1 RETURN AIR PLENUM (S.L.) SUPPLY AIR PLENUM (S.L.) CONNECT TO EXIST DUCT 36X12 SA 36X10 RA M 0.0 SCALE: 1/4" = 1' -0" (E) 2X BRG WALL HP -R -1 EQPT WEIGH +: 875# RETURN AIR PLENUM (S.L) (E) EQPT CURB SEE STRUCTURAL FOR TIE DOWN AND STRUCT. CALCS. SUPPLY AIR PLENUM (S.L) CONNECT TO EXIST DUCT 36X12 SA 36X10 RA REVIEWED I- OR CODE COMPLIANCE APPROVED SEP 2 6 20 e1 61VV City of u wila BUILDING I iSiCtj (E) CONC WALL REVISIONS 140 changes shall be rnade to the scope of work without prior approval of Tukwila Building Division. tNOTE: Revisions will require a new plan submittal and may include additional plan review fees. 2 PARTIAL ROOF MECHANICAL PLAN MO.0 SCALE: 1 /4" = 1' -0" J U 0 C-) cmro�nu► SEP 0 8 2011 PERMIT CENTER Mir -i9.1 PROJECT: For Th instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com SHASTA BEVERAGES 1227 ANDOVER PARK EAST TUKWILA, WA 98188 FILE COPY art No.. M i - \7,1 Plan roview approval Is subject to s and om kr :prom of constnetion doconeds does not authote th;, violation of any adopted code or tnoe. Rl of approved Rdd Copy City Of ThIcwila BUILDING DIVISION REGISTRATION: ISSUES: 8-31 -1 1 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING DOUGLAS HOLTAN DOUGLAS HOLTAN M. FRANK 80045 8 -31 -11 AS SHOWN SHEET TITLE: COVER SHEET GENERAL NOTES, LEGAL DESCRIPTION, VICINITY & PARTIAL ROOF MECH. PLAN SHEET NUMBER: M0.00 Criteria General Structural Notes The Following Apply Unless Noted Otherwise on the Drawings 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS MECHANICAL UNITS ENVIRONMENTAL LOADS SNOW WIND EARTHQUAKE . . . . . . WEIGHTS FURNISHED BY MANUFACTURER Ce =1.0, Is =1.0, Ct =1. 1, Pg =25 PSF, Pf =20 PSF I w =1.0, GCp i =0. 18, 85 MPH, EXPOSURE "B" . . ANALYSIS PROCEDURE: NON- STRUCTURAL COMPONENTS SITE CLASS =D, Ss =1.40, Sds =0.93, S1 =0.48, SD1 =0.48, SDC D, Ip =1.0, Ap =2.5 Rp =6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPOTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. . 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE gSED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DE7AILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS WHICH, ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. Geotechnical 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE :;FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE 2000 PSF COEFICIENT OF FRICTION;(FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3 Renovation 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 13. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. Wood 14. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: ( INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 15. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 16. WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d LENGTH 2" 2-1/2" 3" 3-1/4" 3 -1/4" DIAMETER 0. 113" 0. 131" 0. 148" 0. 148" 0. 131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 17. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF &PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. N At U \ I-1- ` SL.ETV REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION t�:tiv ( wCFTU LA SEP 0 8.2011 PERMIT CENTER MlHi Copyright © 2009 Frank Company - all rights reserved • FRANK co• structural engineering 4742 42nd Ave SW, #297 Seattle, WA 98116 (206)579.8160 Design: Drawn: Approved: EAF na EAF Revisions: Project Title: CD rn Cs) co (a w .., CD cY3 0 a) N ai V) Q CU N Frank Co. Project No. 0015 - 2011 -34 Client: McKinstry Co. 5005 3rd Avenue South Seattle, Washington 98124 Issue: Permit Date: August 29, 2011 Sheet Contents: General Structural Notes, Partial Plan, & Detail Scale: na Sheet No.: S 1.0